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Boring Log Kennedy/Jenks Consultants <br /> BORING LOCATION <br /> 01.15-East Side _ Boring Name 01.15-A019-S7 <br /> DRILLING COMPANY DRILLER <br /> Vironex Env. Field Services S. Khaoone Project Name Union Pacific Railroad-Tracy <br /> DRILLING METHOD(S) DRILL BIT(S)SIZE <br /> GeoProbe 24ncne5 Project Number 0565777.18 <br /> ISOLATION CASING FROM TO F' ELEVATION AND DATUM TOTAL DEPTH <br /> n/a n/a n/a 4.0 ft.b s <br /> BLANK CASING FROM TO FT' DATE STARTED DATE COMPLETED <br /> n/a n/a n/a 12/8105 1218105 <br /> SLOTTED CASING FROM To R ELEVATION NORTH STATIC WATER n/a n/a n/a n/a 2090752.860 <br /> SIZE AND TYPE OF FILTER PACK FROM TO FT' LOGGED BY EAST <br /> n/a n/a n/a M. McLeod 6292742.860 <br /> SEAL FROM TO FT.LCoZirnuctus-Geoprobe <br /> NG METHODS WELL COMPLETION <br /> ' n/a FROM n/a TO n/a FT. <br /> TGROUT ❑SURFACE HOUSING <br /> Neat Cement 1 0 4 ❑STANDPIPE n/a FT <br /> SAMPLES BACKFILL DETAILS <br /> Drill USCS <br /> Type Recovery Penetr. Depth Log Lithology Color SAMPLE DESCRIPTION and DRILLING REMARKS <br /> ' 8 No. (Feet) Resist. (Feet) <br /> Blowist. <br /> SANDY SILT(ML)PALE BROWN OVERALL,-30-50% <br /> oio.s FINE-GRAINED SAND,-50-70%SILT,LOOSE,DRY <br /> 10YR <br /> 3.1 Neat Cement — ML 613 <br /> zis.s <br /> PID=9.6 PPM <br /> ' NOTES <br /> 1.ALL CONTACTS APPROXIMATE <br /> 2.BGS:BELOW GROUND SURFACE <br /> M 3.COLOR DESIGNATION IN ACCORDANCE WITH THE <br /> MUNSELL SOIL COLOR CHARTS(KOLLMORGEN <br /> INSTRUMENTS CORPORATION, 1990) <br /> 4.PID=PHOTOIONIZATION DETECTOR HEADSPACE <br /> READING <br /> 5.SOIL CLASSIFIED IN ACCORDANCE WITH THE <br /> UNIFIED SOIL CLASSIFICATION SYSTEM,ASTM <br /> D-2488-93 <br /> o <br /> N <br /> V <br /> zZ <br /> W <br /> } <br /> ' W <br /> Z <br /> Z <br /> Y <br /> -'. <br /> a <br /> C7 <br /> f7 <br /> z <br /> m <br /> m <br /> r <br /> n <br /> N <br /> O <br /> Z <br /> O <br /> F <br /> U <br /> Z <br /> O <br /> J <br /> W <br /> 0 <br /> Z_ <br /> w <br /> 0 <br /> to <br /> F-40.1SHEET 1 OF 1 <br /> (6-87)(3-88)(8-90) <br />